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Ul. 072015
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,�•ti '"t'-1{Product Approval
Professio `l'I USER:Public User7
Regulation
Product Anrrrval Menu>Product or Application Search>Application List>Application Detail
FL# FL163-R6
Application Type Revision
Code Version 2014 0
Application Status - Approved
Comments -�
Archived ,
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
. . Ocala,FL 34474
(352)368-6922 Ext 291 .
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 02/23/2025 .
Validated By Steven M.Urirh,PE
t Validation Checklist-Hardcopy Received
Certificate of Independence FLi63 R6 COS EvalReo CWS-466D(,SH-nom oaf
Referenced Standard and Year(of Standard) Standard Year
ANSI/AAMA/101/IS2/A440-05 2005
ASTM E 1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDquJBMj gU 1 j3NOXQjw... 7/7/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 02/23/2015
Date Validated 02/24/2015 '
Date Pending FBC Approval 03/01/2015
Date Approved 04/15/2015
.. _.—...........--------...__....._.._....�..----------._-__......_
;Summary of Products
i
FL# IModel,Number or Name Description -
163.1 13500 Single Hung 3500 Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL163 P,6 II CN'S-465D(SH-35OO).pdd
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:3500 Single Hung Equal Lite H-C35 56"x 91";3500 Single Hung FL163 R6 A5 EvaIR?D CNS-466D!SH-35OO;.cdf
Oriel H-C35 56"x 91". Created by Independent Third Party:Yes
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
' mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to.supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
9Ct'UI'1 C\'h4iEFYtt�t
'a
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMj gU 1 j 3NOXQj w... 7/7/2015
SINGLE HUNG ELEVATION (NON-IMPACT) GENERAL NOTES: (Coal® ,
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND
WINDOW 5Y5PEF95 .
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE 1900 SW 44TH AVE.
(FBC),CURRENT EDITION. OCALA.FLORIDA 34474
W W W.CWS.CC
571/4"MAX.OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2)
571/4"MAX.OVERALL— FLANGE WIDTH
FLANGE WIDTH 3.CONFIGURATIONS:"O/X". 3500 ALUM.
56"MAX.UNIT WIDTH
56"MAX.UNIT WIDTH4.DESIGN PRESSURE RATING(SEE SHEETS 3-5): SINGLE HUNG
531/8"GLASS DLO NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND
53 116_'GLASS DLO A D GLASS TABLES ASTM E-1300-04. NON-IMPACT
POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
} INFILTRATION TEST PRESSURE AND GLASS TABLES M Cl) w
ASTM E-1300-04.
921/4" 92114" 2 m i2 MAXa F
MAX.
OVERALL OVERALL _E_ 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN o 0 0 <
FLANGEFLANGE 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-12 FOR
HEIGHT HEIGHT g INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1.
10 WAS USED FOR WOOD ANCHOR CALCULATIONS. w m
91" O GLS ASS O 42 /4" �, F Z
MAX. DLO 91" GLASS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE m a ¢ v p
UNIT MAX. DLO SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. LL r5 = m u)
HEGHT UNIT
HEIGHT7.ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEALANT N S o 0 Z w
O
USED AT ALL FRAME JOINTS. a w ° I-
a
8.SERIES!MODEL DESIGNATION SH-3500. a ¢ c
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: o
MAX./16 45 9110" X=OPERABLE SASH,0=FIXED SASH. o U m ¢ O
28 1/4" Y
SASH GLASS MAX. /\ 4113/16" Z
HEIGHT SASH GLASS 10.ORIEL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF. 1��� «r"�
LO HEIGHT DLO FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON ����� NOREI,V ��+�„��
QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER C£!! •GP's
_ TO SHEETS 5&9.--Lii -------- ti-: No 58201 :��
11.EQUAL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF.
10 11 FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON
5111/16"GLASS DLO— =-O
QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER gi p- STATE OF "411
GLASS DLO— TO SHEETS 3,4&8.
ORIEL EQUAL SPLIT , .1.!° �~�,`',
SEE NOTE 10 SEE NOTE 11 12.ELEVAT ONS NOA SIMILAR LOCATION.NS APPLY TO ALL '��",fit Ait,"
Lucas A.Turner 2/23/2015
2015-02-23 LUCAS A.TURNER,P.E.
16:14-05:00 FL PE 1158201
1239 JABARA AVE.
NORTH PORT,FL 34268
PH.941-380-1574
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE:
GLAZING DETAILS..............................2 ADE 03/16/09
DPCHARTS.............................:........3-5 _
SECTION VIEWS&ALT FRAME.........6 DWS REV.:
EXTRUSIONS&B.O.M........................7 CWS-466 D
ANCHOR SCHEDULE&NOTES 8-9 SCALE:
INSTALLATION DETAIL................10-11 SHEET
-1:25 1 OF 11
�{ 1/8"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16"TEMPERED
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3_
PURFECT GLAZE"H' PURFECT GLAZE"H' PURFECT GLAZE"H' PURFECT GLAZE"H'
6 'I REMGLAZE S500 6 TREMGLAZE S500 6 THEMG LAZE S500 6 TREMGLAZE S500 3500 ALUM.
SINGLE HUNG
Z[
NON-IMPACT
1C2:GLASS SITE 1/2"GLASS BITE 1/2"GLASS BITE 1/2_GLASS BITE
H
O O O ❑
z J z I A]
w m
Tn
LL Q M Q
a S (n
o U o
N O o Z W
GLASS TYPE A GLASS TYPE 6 GLASS TYPE C GLASS TYPE D 0 o W 0 O
F i
o ¢ o m
w
--- —518"OVERALL --- --5/8"OVERALL ---- --5/8"OVERALL m Ov ❑
5/8"OVERALL
1/8"ANNEALED —1/8"'TEMPERED - --3/16"ANNEALED ❑ U m ¢ z
3,'16"TEMPERED
318°AIRSPACE 318"AIRSPACE 1/4"AIRSPACE 1/4"AIRSPACE p,p,DRF61�tTtttt
- -1B"ANNEALED - 1/8"TEMPERED - 3116"ANNEALED (� y
3/16"TEMPERED �P�.•y\CCVS •. 41L�
INSTAGLAZE3 INSTAGLAZE3 INSTAGLALE3 �:• No 58201
INSTAGLAZE 3 PURFECT GLAZE"H' PURFECT GLAZE°H' PURFECT GLAZE"H' C
PURFECT GLAZE"H' 6 TREMGLAZE S500 -
6i TREMGLAZE S500 6 TREMGLAZE S500 6,TREMGLAZE 5500 - b: irz
-33 STATE OF :�'
�F
1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLAISS BITE 1/2"GLASS BITE
1 tltJll fI1N1JJ�
2/23/2015
LUCAS A.TURNER,P.E.
FL PE N 58201
a \ 1239 JABARA AVE.
T_
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLASSTYPE E GLASS TYPE F GLASS TYPE G GLASS TYPE H GLAZING DETAIL
DRAWN BY: DATE:
ADE 03/16/09
uwa
CWS-466 D
SCALE: SHEET
1:1 2 OF 11
DP CHART:EQUAL SPLIT W/CLIPS ------- - --- - - ----- --- ---
_....
DESIGN PRESSURES FOR EQUAL SPLIT CONFIGURATION W fT}i ANCHOR CLIPB(SEE NOTE 2)
Do, om•.
NMINiQ?OW SYSTEMS
Overall Flange Unit Overall Flange Width 24.750 26.750 28.75D 32.750 37.000 40.750 44.750 . 48.75D 53.125 57.250 1900 SW 44TH AVE.
Height Height Unit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 OCALA,FLORIDA 34474
28.750 27.500 Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70:0 +50.0/-70.0 +50.0/-69.1 +50.0/-64.6 WWW.CWS.CC
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-64.6 FIGURE 3.1 (SEE NOTE 2) ---------......................-------------------------
32750 31.500
GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 EXAMPLE 36"X62"THRU FRAME(THRU CLIP COMBINATION
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 3500 ALUM.
35.750 35.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 +50,0/-53.5 +50.0/-50.1 +48.4/-48.4 LEFT JAMB: USING INSTALLATION CLIP ANCHORS SINGLE HUNG
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 1+50.0/-53.5 +50.0/-50.1 +48.4/-48.4 RIGHT JAMB: ANCHORS THRU FRAME NON-IMPACT
3IL375 37.125 GI ass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.8 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8
Glass TypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.0/=66.8 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8 HEAD: ANCHORS THRU FRAME
40.750 39.500
Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.3 +50.0/-62.0 +50.0/-57.2 +50.0/-51.5 +47.3/-47.3 +42.9/-42.9 +40.7/-40.7 SILL: USING INSTALLATION CLIP ANCHORS - r
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70,0 +50.0/-68,3 +50.0/-62.0 +50.0/-57.2 +50.0/-51.5 +47,3/-47.3 +42.9/--42.9 +40.7/-40.7 m M 7 a H
44.750 43.500 Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.2/-47.2 +44.0/-44.0 +39.8/-39.8 +36.9/-36.9 "MAX. ---{- 18"MAX.O.C. p p p o ❑
I Q
Glass Type 6
eB.C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.2/-47.2 +44.0/-44.0 +39.8/-39.8 +36.9/-36.9 ..Y-...........__.....__
48.750 47.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 .1............_.....-. ............_...,.., g }
GlassType B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 1+50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 6"MAX. 6"MAX. LU m
Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 to
50.625 49.375 Q- F Z
Glass Type B,C,D,E,F,Go +50.0/770.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 8"MAX.O.C. O rr O O
Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 --- m U o
52750 51.500 18"MAX.O.C.
52
Glass Type B,C,D.E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1N N O W
Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-30.9 +35.4/-35.4 O O
56.750 55.500 - H o F F
Glass T eB,C.D.E.F,G,H +50.0/-70.0 .+50.0/-70.0 +50.0/-66.9 +50.0/-6 w 0.6 +50.0/-55.0 +50.0/-50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 p w p CL-
w ww F,
60.750 59.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.5/-47.5 +42.8/-42.8 +38.7/-38.7 +35.3/-35.3 ¢ P ¢ o
GlassType B,C,D.E,F,G,H +50.0/-70.0 1+50.0/-70.0 +50.0/-66.5 1+50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.5/-47.5 +42.8/-42.8 +38.7/-38.7 +35.3/-35.3 a o O a W
63.000 61.750
Glass Type +50.0/-70.0 +50.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 +49.4/-49.4 +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2 `= O ❑
..
.Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 1+49.4/-49.4 +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2 ❑ U m Q O
66.750 65.500
Glass Type +50.0/-66.3 +50.0/-62.3 +50.0/-58.8 +50.0/-53.4 +49.0/-49.0 +45.7/-45.7 +42.7/-42.7 +40.0/-40.0 +37.4/-37.4 +34.7/-34.7 Z
Glass Type B,C,D,E,F.G.H +50.0/-66.3 +50.0/-62.3 +50.0/-58.8 +50.0/-53.4 +49.0/-49.0 +45.7/-45.7 +42.7/-42.7 +40.0/-40.0 +37.4/-37.4 +34.7/-34.7 ,,%t,44C,pRIfyv7f22,
6&750 67.500 Glass Type +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +36.1/-36.1 +34.0/-34.0 ���,9 F,
Glass T eB,C.D,E,F,G,H +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +36.1/-36.1 +34.0/-34.0 �V�:. �CU1y
72750, 71.500 Gl ass Type +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8 '�; No 5820'1
Glass Type B,C,D,E,F,G,H +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50,0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8
76.000 74.750 Glass Type +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-SL4 +47.1/-47.1 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6 - -- %
Glass Type B,C,D,E,F,G,H +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 +47.1/-47.1 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6 10 STATE OF ;LIQ
Glass TypeA +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30,1 6" MAX. 18"MAX.O.C. i�QT. �, 4:1
80.750 79.500 Glass Type B,C,D,E,F,G,H +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 0 R 1C.��,
84.750 83.500 Glass7ypeA +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +28.8/-28.8 i spa N fl"�?���`
Glass Type B,C,D,E,F,G,H +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 +39.6/-39.6 +36.6/-36.6 1+33.7/-33.7 +30.7/-30.7 +30.0/-30.0
88.750 87.500 Glass TypeA +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +29.5/-29.5 +27.6/-27.6 Z
Glass Type B,C,D,E,F,G,H +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +30.0/-30.0 +30.0/-30.0 2/23/2015
92.250 91.000 Glass TypeA +45.7/-45.7 M3.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28.4/-28.4 +26.6/-26.6
Glass Type B,C,D,E,F,G,H +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +30.0/-30.0 1+30.0/-30.0 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
-EQUAL SPLIT W/CLIPS
DRAWN BY: DATE:
NOTES: ADE 03/16/09
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE.
CWS-466 D
2.THRU FRAME OR THRU CLIP ANCHORS MAY BE USED AT ANY SIDE OF WINDOW WHILE MAINTAINING THE RESPECTIVE SPECIFIED SPACING(I.E.,THRU FRAME ANCHOR SPACING OR THRU CLIP ANCHOR SPACING). SCALE: SHEET
REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAME/THRU CLIP ANCHOR COMBINATION.
1:1 3 OF 11
DP CHART:EQUAL SPLIT
DESIGN PRESSURES FOR E60ACSPUT 66NF�16URAiibk LIMITED BY GLASS AND TESTED PRESSURE uh4AfioNs
VVIINDOW SYSTEMS
Overall F.1a.ngel Ynl[I 0,.v,e.r,al I Flang.eYwridth 24.750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57.250 1900 SW 44TH AVE.
Height Height Unit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 OCALA,FLORIDA 34474
28.750 27.500
Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 www.CwS.CC
Glass TVpe B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.01-70.0 -'---..----------------------
32.750
.......32.750 31.500 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.2 +50.0/-66.1 +50.0/-62.9 +50.0/-61.3
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,0/-69.9
3500 ALUM.
36.750 35.500 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 +50.0/-53.5 +50.0/-50.1 +48.4/-48.4 SINGLE HUNG
-GlassType B,C,D,E,F,G,H +50.0/-70.01+50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.4 +50.0/-63.3 NON-IMPACT
38.375 37.125 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.1 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44,8/•44.8
jGlass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 .+50.0/-70.0 +50.0/-70.0 +50.0/-70.0 .+50.0/-70.0 +50.0/-70.0 +50.0/-67.0 +50.0/-61.1
40.750 39.500 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.4 +50.0/-58.0 +50.0/-51.5 +47.3/-47.3 +42.9/-42.9 +40.7/-40.7 � r �
T Glass Type 13,C,D,E,F,G,H +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.8 +50.0/-58.1 m o7 � i;! w
44.750 43.500
Glass TypeA +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-61.7 +50.0/-56.7 449.9/-49.9 +44.5/-44.5 +39.8/-39.8 +36.9/-36.9 0 D
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.01-70.0 +50.0/-66.5 +50.0/-59.4 +50.0/-54.0
48.750 47.500 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.2 +50.0/-56.0 +49.4/-49.4 +44.0/-44.0 +38,91-38.9 +35.2/-35.2
w m
Glass Type B,C,D E,F,G,H +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 1+50,0/-70.0 +50.0/-62.6 +50.0/-55.7 1+50.0/-50.5 U)
50.625 49.375
Glass Type A +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-62.5 +50.0/-55.6 +49.3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 In z
GlassType B,C,D,E,F,G,H +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.8 +50.0/-61.0 +50.0/-54.3 +49.1/-49.1 m m
52.750 51.500
Glass Type A +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-61.5 +50.0/-55.2 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1
GlassType B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.01-67.1 +50.0/-59.4 +50.0/-52.7 +47.7/-47.7 LU
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cc
56.750 55.500 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.4 +50.0/-59.6 +50.0/-53.9 +48.4/-484 443.7/-43.7 +38.9/-38.9 +35.4/-35.4 OF o w
0 0
Glass Type 8,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-64.4 +50.0/-56.7 +50.0/-50.2 +45.3/-45.3 11 C, 2m
w wOC
60.750 59.500 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.01-70.0 +50.0/-63.7 +50.0/-57.3 +50.0/-51.7 +47.5/-47.5 +42.8/-42.8 +38.7/-38.7 +35.3/-35.3 < cr t2 W
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, , Er C3.w
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 1+50.0/-70.0 +50.0/-70.0 +50.0/-62.2 +50.0/-54.6 ++18.1/-48.1 +43.3/-43.3 m E o E
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63.000 61.750 Glass Type A +50.0/-70.0 +50.01-70.0 +50.0/-69.1 +50.0/-61.9 +50.0/-55.6 +50.0/-50.7 +46.4/-46.4 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2
Glass Type B,C,D,E,F,G,H +50.0/-70.0 1+50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-61.1 +50.0/-53.5 +47.1/-47.1 +42.3/-42.3 U m Q 0
66.750 65.600 Glass Type A +50.0/-70.0 +50.0/-68.9 +50.0/-65.4 +50.0/-59.1 +50.0/-52.8 +48.8/-48.8 +44.51-44.5 +41.0/-41.0 +37.4/-37.4 +34.7/-34.7
Glass Type B,C,0,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-69.3 +50.0/-67.7 +50.0/-67.6 +50.0/-67.6 +50.0/-59.6 +50.01-51.9 +45.5/-45.5 +40.8/-40.8 %%%olk off,,
60.750 67.500
Glass Type A +50.0/-69.0 +50.01-66.4 +50.0/-63.5 +50.0/-57.6 ,+50.0/-51.6 +47.6/-47.6 +43.5/-43.5 440.2/40.2 +36.8/-36.8 +34.1/-34.1 i:...
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-67.7 +50.0/-65.9 +50.0/-63.9 +50.0/-63.6 +50.0/-63.6 +50.0/-58.9 +50.0/-51.2 +.11.8/-44.8 +40.11-40.1 8£
Glass Type A +50.0/-64.0 +50.0/-61.8 +50.0/-59.9 +50.0/-54.6 +49.5/-49.5 +45.3/-45.3 +41.5/--41.5 +38.6/-38.6 +35.5/-35.5 +32.8/-32.8 Nu 201
72.750 71.5DO
Glass Te B,C,D,E,FGH +50.0/-64.2 +50.0/-61.8 +50.0/-59.9 1+50.0/-57.5 +50.0/-56.7 +50.0/-56.7 1+50.01-56.7 +50.0/-50.0 +43.6/-43.6 +38,8/-38.8 yp , ,
76.000 74.750 Glass Type A +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-52.5 447.6/-47.6 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6
-33 4.11
Glass Type B,C,D,E,F,G,H +50.0/-60.2.+50.0/-57.7 +50,0/-55.8 +50.0/-53.2 +50.0/-52.0 +50.0/-51.9 +50.01-51.9 +49.2/-49.2 +42..7/-42.7 +38.0/-38.0 C) ..*?4,
W
80.750 79.500 Glass Type A +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 445.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 leAN0 l:1 ID
Glass Type B,C,D,E,F,G,H +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +46.3/-46.3 +45.9/-45.9 +45.91-45.9 +45.9/-45.9 +41.6/-41.6 +36.9/-36.9 ...........
84.750 83.500 Glass TypeA +50.0/-51.4 +49.0/49.0 +47.1/-47.1 444.2/-44.2 +4Z4/-42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +28.8/-28.8 10
Glass Type B,C,D,E,F,G,H +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.41-42.4 +.41.7/-41.7 +41.6/-41.6 +41.6/-41.6 +40.9/,40.9 +36.1/-36.1 y./
88.750 87.500 Glass Type A +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +29.5/-29.5 +27.6/-27.6
GlassType B,C,D,E,F,G,H +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 1+41.1/-41.1 +39.2/-39.2 1+38.2/-38.2 1+37.9/-37.9 +37.9/-37.9 +37.9/-37.9 +35.5/-35.5 2/23/2015
.92.250 911.080 Glass Type A +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28.4/-28.4 +26.6/-26.6 LUCAS A.TURNER,P.E.
Glass Type B,C,D,E,F,G,H 445.7/-45.7 1+43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +35.1/-35.1 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION;
COMPARATIVE ANALYSIS
EQUAL SPLIT
DRAWN BY: DATE:
ADE 03/16/09
NOTES: *5wd'F._'_'_ REV.-F--
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. CWS-466 D
2.IF THRU FRAME ANCHORS ARE SUBSTITUTED WITH INSTALLATION CLIPS,DP IS LIMITED TO+301-30 PSF AND UNIT WIDTH IS LIMITED TO 51.875". SCALE: SHEET
4 OF 11
DIP CHART C ORIEL
DESIGN PRESSURES FOR ORIEL CONFIGURATION LIMITED BY GLASS AND TESTING DESIGN LIMITATIONS
.. `�-1lYCYL1Y�l4!/UU lY-L�%'
.._ WINDOW SYSTEMS
Overall Fig ,Unit ..Sash Overall Flange Width_ 24.750 26.750 f 28.750 32.750 37.000 40.750 44-750 48.750 53.125 57-250 1900 SW 44TH AVE-
Height
.a..... ............ ._ ....
Height Height Height Unit Width 23.500 25-500 27.500 31.500 35.750 39.500 43-500 47.500 51.875 56-000 OCALA.FLORIDA 34474
28.750 27.500 12.000 Glass ASash,Glass EFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0 WWW.CWS.CC
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0
32750 31.500 12.000 Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.3+50.0/-67.6
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/40.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.9 3500 ALUM.
36,750 35.500 12.062 Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-64.8+50.0/-60.4+50.0/-57.2+50.0/-53.6+50.0/-52.1 SINGLE HUNG
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.01+50,0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.01+50.0/-70.0+50.0/-70.0+50.0/-69.4+50.0/-63.2 NON-IMPACT
38.375 37.125 12.625 Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+500/-70.0+50.0/-70.0+50.0/-69.7+50.0/-61.6+50.0/-56.6+50.0/-53.0+49,7/-49.7+48.0/-48.0
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+SDO/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.8+50.0/-60.8 __ _ - _
40.750 39.500 13.438
Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-67.3+50.0/-59.0+50.0/-52.8+48.9/-48.9+45.1/-45.1+42.8/-42.8 `r � '-
N 227 �
27
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.3+50.0/-61.3+50.0/-56.6 _
GlasiASash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.3+50.0/-57.0+50.0/-50.3+45.2/-45.2+40.5/-40.5+37.9/-37.9 cu co cu o
44.750 43.500 14.812 0 0 0 ❑
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.1+50,0/-58.0+50.0/-52.6Y-
-----
GlassASash,GlassEFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+5D.O/-70.0+50,0/-63.8+50.0/-56,3+49.6/-49,6+44,0/-44.0+39.1/-39.1+35.4/-35.4 Y
48.750 47.500 16.125 GIass Tvpe B C D,E,F,6,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.4+50.0/-62.0+50.0/-55.7+50.0/-50.5 w m
50.625 49.375 16.812
Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-63.1+50.0/-55.9+49.41-49.4+43.9/-43.9+38.8/-38,8+35.1/-35.1 D F Z
Glass TVPe B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+SD.O/-70.0+50.0/-70.0+50.0/-70.0+50.0/-66.1+50,0/-60.9+50.0/-54.3 M9.1/-49.1 m $ < m
Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-62.2+50.0/-55.5+49.3/-49.3+43.9/-43.9+38.9/-38.9+35.0/-35.0 o v o >
52750 51.500 17.500 - ]
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-63.7+50.0/-59:4+50.0/-52.7+47.7/-47.7 N b o $ ZO W
Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.8+50.0/-60.3+50.0/-54.6+48.7/-48.7+43.8/-43.8+39.0/-39.0+35.3/-35.3
cc
56.750 55.500 18.875 OF o w 11
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.2+50.0/-63.7+50.0/-60.2+50.0/-55.8+50.0/-50.2+45.3/-45.3 w U Q
60.750 59.500 20.250 Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-67.7+50.0/-62.8+50.0/-58.3+50.0/-52.4+47.9/-47.9+43.2/-43.2+38.8/-38.8+35.4/-35.4 < fi ¢ c U)
GlassType'B C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-67.7+50.0/-62.8+50.0/-59.3+50.0/-57.3+50,0/-55.9+50.0/-52.6+4O8.1/-48.1+43.3/-43.3 a a w
63.000 61.750 21.000
GlassA Sash,Glass E Fixed +50.0/-70.0+50.0/-66.6+50.0/-63.5+50.0/-58.7+50.0/-55.1+50.0/-51.3+47.2/-47.2+42.5/-42.5+38.7/-38.7+35.2/-35.2 ' ❑
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-66.6+50.0/-63.5+50.0/-58.7+50.0/-55.1+50.0/-53.0+50.0/-51.6+50.0/-50.7+45.8/-45.8+42.3/-42.3 O U m Q O
Glass A Sash,Glass E Fixed +50.0/-67.1+50.0/-60.5+50.0/-57.5+50.0/-52:8+49.3/-49.3+47.1/-47.1+45.5/-45.5+41.4/-42.4+38.6/-38.6+35.2/-35.2 11
66.750 65.500 22250 Glass Type B C D,E,F G,H +50.0/-64.1+50.0/-60.5+50.0/-57.5+50.0/-52.8+49.3/-49.3+47.1/-47.1+45.5/-45.5+44.5/-44.5+43.8/-43.8+40.0/-40.0 ��1 paORE bt,1-fe
68.750 67.500 22938
Glass A Sash,Glass E Fixed +50.0/-61.1+50.0/-57.6+50.0/-54.7+50.0/-50.2+46.7/-46.7+44.5/-44.5+42.8/-42.8+41.7/-41.7+38.6/-38.6+35.2/-35.2 �� 9 �/ �i
P •'•YO S•/'!q'%.p
Glass Type B,C,D,E,F G H +50.0/-61.1+50.0/-57.6+50.0/-54.7+50.0/-50.2+46.7/-46.7+44.5/-44.5+42.8/-42.8+41.7/-41.7+41.0/-41.0+39.4/-39.4
72750 71.500 24.313
Glass A Sash,Glass E Fixed +50.0/-53.5+50.0/-51.1+49.1/-49.1+45.6/-45.6+42.2/-42.2+40.0/-40.0+38.3/-38.3+37.0/-37.0+36.1/-36.1+35.2/-35.2 ,v. No 58201 :-P L
Glass Type B,C,D,E F G H +50.0/-53.5+50.0/-51.1+49.1/-49.1+45.6/-45.6+42.2/-42.2+40.0/-40.0+38.3/-38.3+37.0/-37.0+36.1/-36.1+35.6/-35.6
76.000 74-750 25-438 Glass ASash,Glass E Fixed +48.1/-48.1+45.7/-45.7+43.8/-43.8+41.0/-41.0+39.1/-39.1+38.1/-38.1+37.7/-37,7+36.4/-36.4+35.5/-35.5+35.0/-35.0
Glass Type B,C,D,E,F,G H +48.1/-48.1+45.71-45.7+43.8/-43.8+41.0/-41.0+39.1/-39.1+38.1/-38.1+37.7/-37.7+36.4/-36.4+35.5/-35.5+35.0/-35.00: $TATE qF ;Q
Glass A Sash,Glass E Fixed +37.11-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 "i"n'• ��'C` 4
80.750 79-500 27.000 Glass T e B C D,E,F,G,H +37:1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 r�i��`• fl �'•C?`��
84.750 83.500 28.375
Glass A Sash,Glass E Fixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.01-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35,0/-35.0+35,0/-35.0+35.0/-35.0At�n ���
Glass Type B C D E F G H +37,31-37.1+36.11-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0
68.750 87:500 29.750 Glass A Sash,Glass E Fixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0%-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0
Glass Type B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 2/23/2015
Glass A Sash,Glass E Fixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.01+35.0/m35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0
92250 91.000 30.938 Glass Type B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 LUCAS A.TURNER,P.E.
FL PE p 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
- - --- .._._..----------------
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
ORIEL
DRAWN BY: DATE:
NOTES: ADE 03/16/09
_..------._....----
UWG7:: REV.:
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. CWS-466 D
2.IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9,DP IS LIMITED TO+30/-30 PSF. SCALE' SHEET
1:1 5 OF 11
. WINDOW svSTEros
1900 SW 44TH AVE.
OCALA.FLORIDA 34474
www.cws.cc
J2467
s 67) 24 3500 ALUM.
SINGLE HUNG
® --C� NON-IMPACT
6 15 (370 � �2as h N ED
6 56 60
0 .3 4 0 0 0 ❑
I I EXTERIOR w m �
U ¢ ° O
L
20 NOTE:LEFTSIDE SHOWS FIXED SECTION VIEW. b U o L
RIOITI SIDE SHOWS SASH SECTION VIEW � � � z W
O N O w
O
0 O
4/ 0 o W F
w W w BE
U
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�� --�7 ❑ Um ¢ O
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�: Nfl 58201 �by
3 STATE OF 14IJ.,
s7 �IRnV�y�II -
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\\JJ 2/23/2015
,e
LUCAS A.TURNER,P.E.
61 - FL PE#58201
1239 JABARA AVE.
56 ---21 NORTH PORT,FL 34288
64 PH.941-380-1574
2 22 SHEET DESCRIPTION:
SECTION VIEWS-
ALT,FIN FRAME ALTERNATE FIN FRAME
DRAWN BY: DATE:
ADE 03/16/09
Dwd N: REV.:
CWS-466 D
NOTE:ITEMS 11,14,23,26-32,34,35,42,43-46,59,63,65,66 ARE USED BUT NOT SHOWN FOR CLARITY. SCALE: SHEET
1:2 6 OF 11
----- ---------- -------------------------------- -
item I Part# IDescription Vendor Material FRAME CORNER /�
1 S-1326 Fr.Head,Fig.Head Keymark Aluminum CONSTRUCTION // r/n�f�jm •I
2 S-1182 Fr.Sill,Flg.,Sill Keymark Aluminum 2 1/15" 21/16".... 1�+l9lyNJ(�0M
3 S-1077 FWINDOW SYSTEMS 1900 SW 44TH AVE.
r.Jamb,Fig.,L.Jb. Keymark Aluminum .�— t/i6' ���� I
4 S-1077 Fr.Jamb,Fig.,R.Jb. Keymark Aluminum 1
5 H-1563 Fxd.Mtg.Rail Keymark Aluminum 1 13/16" --1/16" OCALA.FLORIDA 34474 W 2 7/1x" WW.CWS.CC
7 H-1072 Sash Meet.Rail Keymark Aluminum - _ _ _
8 H-1181 Sash Bot./Pull Rail Keymark Aluminum 1 21/16'
9 S-1073 Sash Side/To Rail Keymark Aluminum 68 --t t/2"
e 3500 ALUM.
10 S-1074 Scrn.Adapt.,w/o leg,Vert. Keymark Aluminum art/16" "11/16..
yr1/t6"
11 S-1465 Install Clip Keymark Aluminum FLANGE HEAD S-1326 FIN HEAD S-1330 SASH BOTTOM RAIL H-1181 SINGLE HUNG
.12 P-3340 Balance Caldwell SASH CORNER NON-IMPACT
13 P-3040 Sash Cam M&M 2118„ CONSTRUCTION
14 P-3046 Take Out Clip __ _ -- M 0 N --—
15 P-3043 Sash Stop TeamPlas —21/8 7 7 u, N
16 P-3037 Sweep Lock,RH Lawrence Nylon I--21/16"— Q
17 P-3038 Sweep Lock,LH Lawrence Nylon o 0 0 o
18 P-3305 Wslp.,'0.270 x.187 back FinSeal,Black,SoflTouch Ultrafab Nylon 2 _ sa }
20 P-3303 Wslp.,0.190 x.187 back FinSeal,Gray,SoflTouch Ultrafab Nylon 2 3/4" �� w m
21 P-3305 Wslp.,0.270 x.187 back FinSeal,Black,SoflTouch Ultrafab Nylon 3 7116", 66_ 171161, 1 y z
22 P-3011 Wslp.,0.350 x.187 back,foam filled bulb w/wands Ultrafab Nylon - - t/tG" _-r•_1/16 ¢ p
23 P-3303 Wslp.,0.190 x.187 back FinSeal,Gray,SoflTouch Ultrafab Nylon _I m a = m U)
24 P-3309 Wstp.,0.210 x.187 back FinSeal,Black,SoftTouch Ultrafab Nylon II $ m a o z >
F4 tlts' FLANGE HEAD,ARCHTOP S-1112 6 o N w
26 P-3612 #8 x 1.000 w/1/4"lead Quad PH Type A SMS Fastenal Steel FLANGE SILL S-1 182 0 0 o O
28 P-3635 #8 x 0.750 Quad PH Type A SMS Fastenal Steel r- F a
29 P-3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel FIN SILL S-1180 r. w W w m
30 P-3264 Gasket,Hd.&Sill at Jb.,SH-3500 HO Prod Closed Cel 2"
314 a O a w
33 P-3342 Seam Sealer,SM-5504 Schnee1—i/ts" 1/16 10 g 0 M o
....---.._..._ ,._ ----213/16"....._..----� .._....... • �
34 P-3373 Pad,Sill,SH-3500 Visor Open Cell } { -4-1/16" "
36 P-3022 Glazing Bead,Single Glazed Fla Scrn Metal I o c� m a z0
SCREEN ADAPTER S-1074
37 P-3020 Glazing Bead,Insulated glass TeamPlas PVC 2•• + rrrr+r
42 P-3352 Set.Bilk.,85 Dur.,1/8"x 5/8"x 2"Lg. Frank Lowe I 3 a 2" 1/16" `�` PC+ORFby
43 P-3641 SH-3500 Gold Can.Label fl S� ........�•�P
45 P-3881 Temporary Lbl.(NFRC/DP) 1 t/1G
{ .Co
_ Na 58'1D1 •:��
46 P-3613 CWS Lbl.(logo) FLANGE JAMBS 1077 1 6/8•• [� 5
47 Glass,Fixed FIN JAMB S-1500 LS +
48 Glass,$ash Z
c:P
318"
• STATE OF :
56 P-3218 Screen Frame Allmelal Alum
F'--2.. ..._.. I"'--
114••..__.. o•.•O
58 P-3321 Screen Frame Corner Key Allmelal Alum F�LF
FIXED RAIL H-1563 r �•.�q ft i;;:G`N`159 P-3581 Screen Cloth,18 x 16 Fiberglass Phifer60 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Nylon 1116"61 P-3029 Screen Pull Tab Summit Steel �� -� 2" U
62 P-3033 Screen Spring,SS FlaScrn SS ANCHOR CLIP-1197 I r t
63 S-1197 Install Clip,Curved Keymark Aluminum JlALI 2/23/2015
66 S-1112, Fr.Head,Flange Archlop Keymark Aluminum 13116" LUCAS A.TURNER,P.E.
67 Inslaglaze 3,Purfect Glaze"H",TremglazeS500 Dow,Henkel,Tremco 1/4"-- E- 5/16" PLAN VIEW OF ANCHOR CLIP 1/is —� FL PE#58201
68 S-1330 Fr.Head,Fin,Head Keymark Aluminum 1239 JABARA AVE.I 71 SASH SIDE RAIL S-1073 NORTH PORT,FL 34288
.2 Lf--------29/16"---- PH,941-380-1574
t 5/16" 7 - SHEET DESCRIPTION:
ILL ANCHOR CLIPS 1 5 ins U 1�8 — BOM AND EXTRUSIONS
PLAN VIEW 1
I�IDRAWN BY: DATE: .
1 1/2"
ADE 03/16/09
--_...--6/09 .
UWGN: HEV.:
LINE ITEMS NOT USED: SASH TOP RAIL H-1072 CWS-466 D
6,19,25,27,31,32,35,37-41,44,49-55,57 NOTE:ALL ALUMINUM EXTRUSION ARE 6063-T6 SCALE: SHEET
1:2 7 OF 11
6"MAX.(TYP) 18"MAX.O.C.(TYP.)
6"MAX.(TYP.) MAX.O.C.(TYP.) 6" MAX. 18"MAX.O.C.
8"MAX. --{--R"MAX. (7YPX - ...8"MAX,
SEE NOTE 2 6"MAX.(TYP.) I 6"MAX....... WINDOW SYSTEMS
II 1 SEE NOTE 2 (TYP.) -SEE NO'f E 2 1900 SW 44TH AVE.
J� 1— OCALA,FLORIDA 34474
6"MAX.(TYP) - I www.CWS.CC
7- I-----L. 8"MAX.O.C.(TYP.)I ----------'------------
18"MAX.O.C.(TYP) 18"MAX.O.C.(TYP.) 3500 ALUM.
O O O 3 SINGLE UNG
NON-IMPACT
II __ __ _ N c7 N
INSTALLATION L zm vi a w
ANCHORS(TYP) I INSTALLATION - 4" r I-
ANCHORS,THRU ; o0 0 o 0
FRAME AT JAMBS __
(SEE NOTE 2,SHT 6) Y
. INSTALLATION LU m
ANCHORS,THRU
CLIPS AT ALL F Z
X X SIDES X m ¢ m O
a z (n
� U �
SEE NOTE 2 /� $ D. Z W
1r o w
o a
LU w w cr
Q ¢ ¢ U
U
--INSTALLATION ANCHORS, �
w
o ¢ o
� a � o
ANCHOR LAYOUT-(FLANGE)FOR DP CHART A THRU CLIPS Al SILL
ANCHOR LAYOUT-(FLANGE)FOR DP CHART B o o m ¢ O
THRU FRAME.OR CLIP(MASONRY OR WOOD OPENING) + THRU FRAME OR CLIP(MASONRY OR WOOD OPENING) Z
OR LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS,SEE SHEET I OR LIMITED BY ANCHOR CLIPS,SEE SHEET G
.� 9 '•CEN''•
NOTES: I '4"MAX.('I YP.) •-{ �� � - 16"MAX.O.C.(TYP.) �U�-•:�,1 Ste•;'per
No 58201 •'�-p
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. J....._---
4"MAX.(TYP.) .it• }, "s
_
2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE 16"MIX.O.C.
O
SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR � (TYPO i p STATE F •141
BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 2/23/2015
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL ( j 3`'== LUCAS A.TURNER,P.E.
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. FL PE N 58201
1239 JABARA AVE.
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT NORTH PORT,FL 34288
SHALL BE BEYOND WOOD BUCKS,IF USED,AND INTO SUBSTRATE-1 X BUCKS ARE OPTIONAL. PH.941-380-1574
7.A MINIMUM 3"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" INSTALLATION SiEET DESCRIPTION:
ANCHORS(TYP)
CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. ^ ANCHOR SCHEDULE AND
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY-THE ARCHITECT OR ENGINEER OF NOTES-EQUAL SPLIT
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH DRAWNSY: DATE:
REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. i ADE 03/16/09
OWGu: — HEV.
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CWS-466 D
CURRENT VERSION OF THE REFERENCE DOCUMENTS: ANCHOR LAYOUT-(FIN)FOR DP CHART A
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), THRU NAILING AN(WOOD OPENING) SCALE: SHEET
DP LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS,SEE SHEETS FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS). � 1:25 8 OF 11
TYPICAL HEAD CLIP ANCHORAGE MIN.EMBEDMEN]
MIN.EDGE DIST. SEE'TABLE 1
SEE TABLE 1 WINDOW SYMMS
1/4"MAX.SHIM--- 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
SUBSI RATE BY OTHERS ANCHOR CLIP--- WwW.CWS.Cc
MIUMSEALANT / MIN.EDGE DIST.SEE TABLE I
BY NSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 INSTALLATION ANCHOR 3500 ALUM.
SEE TABLE I SINGLE HUNG
SEALANT BEHIND FLANGE
BY INSTALLER 1/4"MAX.SHIM NON-IMPACT
i2 �2 cu
ANCHOR CLIP
o m e2 caw
INSTALLATION ANCHOR cu w cu o
SEE TABLE I SEALANT BEHIND FLANGE
BYINSTALLER 2
w m
PERIMEIERSEALANI BYINSI'ALLER-----
HIGH STRENGTH INSIDE AND OU r P (D
STRUCTURAL GROUT 0 ¢ 0
BY OTHERS SUBSTRATE BY OTHERS m = m 0
(n
SEE TABLE 1 �2 >
HORIZONTAL SECTION w
SEE TABLE 1 10 _B_CLIP ANCHORAGE cr
INS FALLAT ION ANCHOR EFAIV4 "o
SEALANT BEHIND FLANGE a.
BY INSTALLER Lu w Lu Er
ANCHOR CLIP < U)C)
0 a III
(L CL
PERIMETER SEALANT
BYNSTALLER
INSIDE AND OUT 0
I I I Izi
SUBSTRATE I INSTALLATION ANCHOR 1
011RE11
BY OTHERS SEE TABLE 1
SEE TABLE 1 MIN.EMBEDMENT
r;N'q
SEE TABLE I ANCHOR CLIP, z %
* 58201
1J4"MAX.SHIM' -0
0 STATE OF 11
MIN.EDGE DIST. SEALANT BEHIND FLANGE
BY INSTALLER
VERTICALSECTION SEE TABLE 1
l�O I YPICAL SILL CLIP ANCHORAGE PERIMETER SEALANT
---
BY INSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 2/23/2015
TABLE 1:APPROVED INSTALLATION FASTENERS SUBSTRATE BY OTHERS---- LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON I" 1-118" 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CUM(117 PGF MIN.) 3116-ITW TAPCON 1" 2" NORTH PORT,FL 34288
FLANGE CONCRETE(2.135 KSI MIN.) , 3/16"ELCO ULTRACON .11 1" PH.941-380-1574
FLANGE -FILLED CMU(ASTM 0-90) 3/16"ELCO ULTRACON 1-1/4" ............... ----–---------MIKEDGEDISI. SHEET DESCRIPTION:HOLLOW OR GROUT 2-11/2" SEE TABLE1
FLANGE 2x MIN.SPRUCE-PINE-FIR WOO.D(G=0.42 MIN.)
3/16"ITW TAPCON 1-318" 7/8' HORIZONTAL SEC INSTALLATION DETAIL-
OR ELGO ULTIRAGON TION CLIPS
FLANGE 2x MIN.SPRUCE-PINE-FIR WOOD(13-0.42 MIN.) N110 WOOD SCREW 1-3/8" 7/8" \,LO,/ALTERNATE SILL CLIP ANCHORAGE DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR FULL THREAD 1/2" ADE 03/16/09
(33 KSI YIELD MIN.) ITW TEKS SELF-DRILLING THRU 0.060"
1/8-ALUM.(6063-T5 MIN.)OR 1/10 GRADE 5 SELF-TRAPPING FULL THREAD DWG 4: REV':
FLANGE 1/8-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2" NOTE: CWS 466 D
1,WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET, GALE
FIN 2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) 118 WOOD SCREW 1-1/2" 7/16" DESIGN PRESSURE IS LIMITED TO 4-30 PSF. SHEET
1:2
100FIl
---
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT VVIIII[Dow SYSTEMS
SEE TABLE 1,SHT 10
1900 SW 44TH AVE.
MIN.EDGE DIST. 1/4"MAX.SHIM - OCALA,FLORIDA 34474
SEE TABLE I,SHT 10 I WWW.CWS.CC
--MIN.EDGE Dlsl. 3500 ALUM.
SEE TABLE 1,SHT"10 SINGLE HUNG
SEEIA LE1,S II RA TE BY 0 1H0EH5 .-...�-..--... NON-IMPACT
I NSTALLATION ANCHOR
SEE'IABLE.SHI"10
MIN.EMBEDMENT
SEE TABLE 1,SH'1 10 - -- -- -
PERIMETER SEALANT BY INSTALLER w
INSI DE AND OUT I <n i;5 � N w
SEALANT BEHIND FLANGE �z F-
/ BY INSTALLER 0 0 0
PERIMETER SEALANT BY INSTALLER Y
SEALANT BEHIND FLANGE INSIDE AND OUT w m
BY INSTALLER "-----1/4" MAX.SHIM
- SUBSTRATE BY OTHERS <n
SEE TABLE 1,SHT 10 m ¢ ¢ m
HORIZONTAL SECTION "' v
>
11 TYPICAL JAMB ANCHORAGE a D LU
o w O H
a
INSTALLATION ANCHORw w 5=
SEE TABLE,SH I"10 G 6 ¢ < U
U)
w
a S 0 ? o
o U m ¢ O
z
�SORE4V
1/4"MAX.SHIM .�` .p'�CE+W,S'TG��4�
SEALANT BEHIND FLANGE----------.--. 1/4" MAX SHIM .ij 4 '•.%
BY INSTALLER -- - No 58201 �:��!
- MIN.EDGE DIST.
SEALANT BEHIND FIN--- SEE TABLE 1,SHT 10 *I i
PERIMETER SEALANT BY INSTALLER- BY INS"fALLEH S-p;
�ZL
INSIDE AND OUT - �0 STATE OF
MIN.EMBEDMENT 0;,% ?-
INSTALLATION ANCHOR- ---"--"�---"-- -"----� it
SEE TABLE 1,SHT 10 SEE TABLE,SH"I'10 SUBSTRATE BY OTHERS 4`SS...........• ..�.•.�(p`��
SUBSTRATE BY OTHERS SEE TABLE 1,SHT 10 VA
SEE TABLE 1,SHT 10 y
INSIDE PERIMEAND OUTER ALANT BY INSTALLER-"- - -_ -_ ___MIN.EMBEDMENT
MIN.EDGE DIST. --,I SEE T"ABLE 1,BHT 10 2/23/2015
SEE TABLE 1,BHT 10
eVERTICAL SEC110N F VERTICAL SECTION _ LUCAS A.TURNER,P.E.
11 TYPICAL SILL ANCHORAGE 11 ALTERNATE FIN ANCHORAGE FL PE it 58201
TYP.FOR HEAD,SILL AND JAMBS 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
' SHEET DESCRIPTION:
INSTALLATION DETAIL
DRAWN BY: DATE:
ADE 03/16/09
Dwc u: Rev.:
CWS-466 D
SCALE: SHEET
1:2 11 OF11